seismic site intensity

基本解釋

The vibration energy dissipation design of a 12-storey structure with fluid viscous dampers in high seismic fortification intensity site is introduced.
介紹了高烈度區(qū)某1 2層綜合辦公樓采用粘滯阻尼器的消能減震設計。
Some practical charts and simple formulas for figuring the amount of shear walls with different seismic intensity and site soil conditions are also given.
進而提出了在不同設防烈度及場地土條件下確定剪力墻數量的實用圖表及簡單公式。
The factors relating to shear wall discussed in this paper are seismic intensity, site soil condition, weight and height of building, and top displacement of structure etc.
本文論述了不同設防烈度及場地條件，建筑高度和自重，以及頂點相對位移限值等因素與抗震墻用量之間的關系。